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Combined energy dissipation device with metal rubber damper and anti-buckling support with limit locking function

An anti-buckling bracing and anti-buckling energy dissipation technology, applied in the field of earthquake resistance, shock absorption, and wind resistance of civil engineering, can solve the problems of high vibration force, difficulty in determining the yield position, waste of materials, etc., and achieve low vibration force, The effect of reducing fatigue loads

Active Publication Date: 2018-10-19
北京宝和源装备科技发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At this time, the anti-buckling support utilizes the effective buckling of the core tube with metal rubber rings to fully dissipate energy. It can support fixed-point yielding under medium and large earthquakes, so as to solve the difficulty of determining the yield position of ordinary anti-buckling energy-dissipating supports, the constraint unit needs to be poured with mortar, which leads to its self-heaviness, complex processing procedures and waste of materials, easy damage at the end of the support, and vibration force. High and lack of low yield point steel in the domestic market

Method used

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  • Combined energy dissipation device with metal rubber damper and anti-buckling support with limit locking function
  • Combined energy dissipation device with metal rubber damper and anti-buckling support with limit locking function
  • Combined energy dissipation device with metal rubber damper and anti-buckling support with limit locking function

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Embodiment 1

[0039] Specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0040] Such as figure 1 Shown is the anti-buckling energy-dissipating support of metal rubber damper type with locking device in the present invention, which mainly includes metal rubber damper 1, high-strength bolt 2, connecting steel plate 3, directional guide rod 4, directional hinge 5, connecting Angle steel 6, rubber buffer pad 7, limit plate 8, support end 9, gusset plate 10, constraint outer cylinder 11, metal rubber ring 12, core cylinder 13, steel structure frame beam 14, steel structure frame column 15.

[0041] The metal rubber damper 1 is made of metal rubber, which is a cube with a side length of 30cm. The metal rubber is a metal material that is rolled into a spiral shape by a metal wire, woven, and pressurized. It has the characteristics of high elasticity and high damping. The rubber damper 1 has good energy dissipation and sh...

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PUM

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Abstract

The invention relates to a metal rubber damper and anti-buckling support combined energy dissipating device with limit-locking function; under small loads like wind load, the metal rubber damper can firstly enter a non-linear state and carry out elastoplasticity energy dissipation because the vibromotive force is low; when the structure bears large earthquake effect, the metal rubber damper will have large deformation; in order to prevent fast damages, when the deformation exceeds a set threshold, the damper will be locked by a locking device and limiting device, and is effectively constrained, thus only having small deformations in an assigned scope; the anti-buckling support starts to perform the energy dissipating ability; metal rubber rings are placed between inner and outer sleeves of the anti-buckling energy dissipating support at intervals so as to allow the anti-buckling energy dissipating support have fixed point yield under the large earthquake effect, thus solving the problems that a normal anti-buckling energy dissipating support cannot determine the yield positions, and a constrain unit needs mortar perfusion, thus enlarging self-weight and wasting materials, the processing process is complex, the support end can be easily damaged, and the yield force is high.

Description

technical field [0001] The invention relates to a metal rubber shear damper and anti-buckling support combined energy dissipation device with a limit locking function, which is mainly composed of a metal rubber damper, a locking device and an anti-buckling energy dissipation support. Under the action of earthquake, the metal rubber damper is the first to produce shear deformation and enter the energy dissipation state, while the buckling energy dissipation support is in the elastic state and only provides stable stiffness; under the action of moderate and large earthquakes, when the metal rubber damper deforms When it is large, its displacement stroke will be limited. At this time, the buckling-resistant brace utilizes the effective buckling of the core tube with metal rubber rings to fully dissipate energy, thereby protecting the safety of the main structure and components in earthquakes. The invention belongs to the technical field of wind resistance, earthquake resistance a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/021
Inventor 何浩祥王文涛解鑫王玮
Owner 北京宝和源装备科技发展有限公司
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